I would like a quote on the entire project and I would like a quote for just the number 2 portion (Writing code for problem)

clear all;
clc;
% Matlab Code for preforming the analysis using 1-D bar elemnet
% In this code we analyse the tapered bar using different different number
% of elemnets.
% In this assumption is large area is fixed and small area is free and with
% force at free end
% Input
% No of element model for the analysis
noofelement = input('Enter the Number of elements = ');
% By using number of element find the total number of nodes
% There is two nodes in each element
nonodes = noofelement+1;
% Assumed young's modulus
E = 2*(10^5);% Unit N/mm2
% Length of the bar in mm
L =...